| Straight Threaded Socket | Anchor shape Simple cylindrical body | Steel sleeve with an internal female thread and a straight external surface; may include an end plate or anti-rotation feature. | Mostly axial tension; limited resistance to lateral loading unless the surrounding concrete design provides it. | Internal metric or unified thread, selected to match the lifting clutch, eye bolt, or threaded lifting device. | Precast wall panels, beams, slabs, pipes, and general-purpose concrete units. | Requires adequate embedment depth, concrete strength, edge distance, and reinforcement detailing. |
| Footed or Flanged Threaded Socket | Anchor base Enlarged bearing end | Threaded socket with a forged or welded foot, flange, or enlarged base that transfers force into a larger area of concrete. | Axial tension with improved resistance to pull-out compared with a plain straight body. | Usually an internal thread; thread size and socket length vary with the design load and concrete member thickness. | Heavy precast elements, panels, beams, and components where a short anchorage zone is preferred. | Foot size, concrete breakout capacity, reinforcement, and minimum edge distance are critical. |
| Plate-Anchor Threaded Socket | Load-distribution method Attached steel plate | Threaded socket welded or mechanically connected to a flat steel plate embedded in the concrete. | Axial tension; the plate distributes force over a broad bearing area. | Internal female thread with a plate sized for the required anchorage and reinforcement arrangement. | Thin precast panels, façade units, architectural concrete, and applications with limited embedment depth. | Plate stiffness, weld quality, concrete cover, local reinforcement, and panel thickness must be checked. |
| Rebar-Connected Threaded Socket | Reinforcement integration Socket joined to rebar | Threaded socket supplied with bars, loops, or reinforcement connectors that become integrated with the precast reinforcement cage. | Axial tension and, when properly detailed, improved transfer into the reinforcement system. | Internal lifting thread; the reinforcing bars are normally not the lifting thread itself. | Precast panels, columns, beams, and units requiring a controlled load path into reinforcement. | Bar anchorage, bend geometry, bar congestion, corrosion protection, and concrete cover require engineering review. |
| Loop-End Threaded Socket | Connection end Reinforcing loop | Threaded socket combined with a looped steel bar or wire-rope-style anchorage for embedment in concrete. | Axial tension; the loop provides mechanical anchorage and load transfer through the surrounding concrete. | Internal thread at the accessible end; the loop remains embedded. | Precast concrete elements where the lifting point must be connected to an internal anchorage loop. | Loop diameter, bend radius, steel grade, concrete strength, and clearance for the lifting accessory are important. |
| Swivel or Articulated Threaded Socket | Load orientation Adjustable connection | Threaded socket or lifting insert designed to accommodate controlled angular movement through a swivel or articulated attachment. | Axial loading with a defined range of permitted angular loading. | Internal thread matched to the removable lifting accessory; the articulation mechanism is separate from the thread. | Panels and precast units lifted from changing orientations or with a controlled tilting operation. | Permitted angle, side-load limitation, locking method, and compatibility with the lifting device must be verified. |
| Flush or Recessed Threaded Socket | Installation position Surface-access design | Socket installed flush with, or inside a small recess in, the concrete surface to reduce projection after demoulding. | Normally axial tension; recess geometry can also provide clearance for the lifting accessory. | Internal thread protected by a cap, plug, or temporary insert during casting and finishing. | Architectural panels, finished surfaces, façade elements, and products where protruding hardware is undesirable. | Thread protection, recess dimensions, cover depth, grout or patching requirements, and access for cleaning must be considered. |
| Heavy-Duty Threaded Lifting Socket | Capacity class Higher design demand | Large-diameter or extended-length socket with increased steel section, anchorage area, or reinforcement connection. | Axial tension and, where specifically designed, controlled shear or combined loading. | Large metric or unified internal thread; the exact size is determined by the complete lifting system. | Large beams, bridge components, utility structures, heavy panels, and industrial precast units. | Capacity must be based on certified testing and calculations for steel failure, concrete breakout, pull-out, and reinforcement failure. |
| Temporary Threaded Lifting Insert | Service purpose Removable lifting point | Embedded steel socket intended to receive a removable threaded lifting eye, bolt, or compatible lifting attachment. | Usually axial tension during demoulding, handling, storage, or installation. | Reusable internal thread, commonly protected during casting by a removable plug or cap. | Precast products that require lifting points during handling but a clean finished surface after installation. | Inspect thread condition, corrosion, deformation, cleanliness, and compatibility before every lift. |